Local laminated slab connection joint and construction method thereof
A technology for connecting nodes and construction methods, which is applied to floors, building components, buildings, etc., can solve the problems of rising construction costs, slow construction speed, cracking of floors, etc., and achieve the effect of improving stiffness and bearing capacity
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2019-10-18
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Abstract
Description
technical field
[0001] The invention relates to the field of building technology, in particular to a connection node of a partially laminated plate and a construction method thereof. Background technique
[0002] Concrete composite slab is a slab structure that combines prefabricated concrete slab and cast-in-place floor, which has the advantages of fast construction and saving formwork. The side splicing of one-way laminated slabs should adopt close splicing joints with additional steel bars, while the side splicing of two-way laminated slabs should adopt post-cast tape joints. Most of the floor slabs of residential buildings are two-way force-bearing slabs, and the traditional laminated slab structure cannot realize the two-way force-bearing function of laminated slabs. If the two-way stressed laminated slab is designed as a one-way slab, due to the stiffness of the post-casting layer, the floor slab still transmits force as a two-way slab first; after the joint position ...
Examples
Embodiment Construction
[0025] The present invention will be further described below in conjunction with the embodiments in the accompanying drawings.
[0026] Such as Figure 1 to Figure 5 The partial laminated slab connection node shown includes two prefabricated slabs 1, a groove 11 is provided at the end of the prefabricated slab 1, and a bottom groove 12 is provided in the groove 11, and the bottom grooves 12 on the two prefabricated slabs 1 are opposite to each other. Set and form a through groove, the bottom groove 12 is provided with the first reinforcement 2, the groove 11 is provided with the second reinforcement 3, and the upper side of the second reinforcement 3 is provided with a third reinforcement perpendicular to the second reinforcement 3. Rib 4, the prefabricated panel 1 is provided with a top reinforcement 14, the top reinforcement 14 extends from the side wall of the groove 11 to the upper end of the groove 11 relative to the prefabricated panel 1, and the top reinforcement 14 is ...